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This software is licensed to: ENGEO CPT name:CPT-09 <br /> CPT basic interpretation plots (normalized) <br /> Norm.cone resistance Norm.friction ratio Nom.pore pressure ratio SBTn Plot Norm.Soil Behaviour Type <br /> 2 2 --- 2 ----- -------------------- - 2 2 - <br /> :San 'slly sari <br /> 4 ......... ................1-........ 4................-.............:. 4 .. .......................... .- 4 4 <br /> iSiEty Salted&5alhdy sit <br /> 6 lay <br /> 6 6 6 6 Cl.y&.... ... <br /> :Cl'ay <br /> s s a <br /> sl a <br /> 10 -- -------------------------------- lo ------------- ------;----- 10 - - ------------ ------ - 10 to - - a <br /> :Clay&slylz 1z lz lz 1z ----- ------- ----- cla� <br /> 14 F 7 t 14 f 14 14 14 aY; <br /> 16 ... .......................:......... 16 --------------- -----------I....... 16 16 16 ;G <br /> Y; <br /> 18 ------I---------=-------- ----- 18 18 ---- ----- ----­-------------= 18 18 <br /> 20 20 ------------- --- --- 20 20 20 <br /> :clay; <br /> 22-.- -------- -------- ------ 22 ------ ----- ---- -`------ ------ 22 ---- ----- --- 22 22 <br /> It <br /> 24 ------------- 24 ---- ----------------- F 24 24 .��. 24 <br /> -- -- -F- ;- -'- <br /> I a a, s <br /> s t L L ;Sdnd sijr ;ani <br /> n 26 ---?-------- --------- n 26 ;• n 26 - -- --- - -- -- n 26 n 26 v�1 S3[�E} SaCid Sl�i <br /> o <br /> 28 28 2s 28 28 SiEtY.ss3vd.: .S?ptdt- <br /> 30 - --------1— 30 30 ----- ----- 30 30 : an 's -sand. <br /> , Pit <br /> 32 ------ ; 32 -- 32 32 32 - t\r <br /> , <br /> Ban <br /> 34 -------- ----------- 34 ----- --- ---- -------------- 34 - - ----------- -- -- 34 34 nr sand&-SaiadSilt- <br /> 36 -------- ---- ----- ------- 36 ---- ---- ------ 36 ----- ---- ;---- 36 36 - <br /> 38 ; 38 --- -------------•---•;--------------- 38 --- -- - 38 38 - <br /> 42 ----------------------------- -------- 42 -- ---'------'-------t------'------- 42 ----- -----•-----'-----'------'------ 4242 --'--'--..--..-�..�-..--•--'--•--•-- <br /> 44 t 44 _....... 44 44 44 <br /> -;Si#nd-- <br /> 46 -------- ---- ------1 46 46 46 46 <br /> 48 1 48 :--..--1.--.•_ 48 48 48 $�Sly-S <br /> -.;--San alad: - <br /> = ` - ----- '--------------------- ------ -------------------------------------- <br /> 50 <br /> 50-F--;- <br /> 0 50 100 150 20( 0 2 4 6 8 10 -0.2 0 0.2 0.4 0.6 0.8 1 1 2 3 4 0 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 18 <br /> Qtn Fr(%) Bq Ic(Robertson 1990) SBTn(Robertson 1990) <br /> Input parameters and analysis data <br /> Anay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A SBTn legend <br /> Fines correction method: Robertson(2009) Average results interval: 3 Transition detect.applied: Yes <br /> Points to test: Based on Ic value Ic cut-off value: 2.60 KQapplied: Yes 1.Sensitive fine grained 4.Clayey silt to silty 7.Gravely sand to sand <br /> Earthquake magnitude M w: 6.90 Unit weight calculation: Based on SBT Clay like behavior appled: All soils E] 2.Organic material ■ 5.Silty sand to sandy silt ■ 8.Very stiff sand to <br /> Peak ground acceleration: 0.51 Use fill: No Limit depth applied: No <br /> Depth to water table(insitu): 13.00 ft Fill height: N/A Limit depth: N/A [J 3.Clay to silty clay 6.Clean sand to silty sand ❑ 9.Very stiff fine grained <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:33 PM 59 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />